1999
DOI: 10.1111/j.1752-1688.1999.tb05448.x
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FRESH‐WATER LENS FORMATION IN AN UNCONFINED BARRIER‐ISLAND AQUIFER1

Abstract: Cone-penetrometer testing and computer modeling were utilized to investigate factors controlling fresh-water lens formation at Grand Isle, Louisiana. Measurements of tip resistance, sleeve friction, and electrical conductivity were recorded with depth to permit classification of sediment type and to determine thickness of the fresh-water lens and transition zone. Cone-penetrometer testing provided virtually continuous determinations of change in sediment type and ground-water salinity at a resolution rarely ac… Show more

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Cited by 34 publications
(16 citation statements)
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“…So far, research into fresh rainwater lenses in saline groundwater has mainly been focused on so-called Badon Ghijben-Herzberg (BGH) freshwater lenses in elevated areas like sandy dunes along the coast and on small islands that lack an upward groundwater flow (e.g. Badon Ghijben, 1888; Herzberg, 1901;Fetter, 1972;van Dam and Sikkema, 1982;Meinardi, 1983;Underwood et al, 1992;Collins and Easley, 1999;Bakker, 2000). BGH-lenses are generally thick and the depth of the freshwater-saline interface (H ) is mainly controlled by the relative density difference (α) and the phreatic groundwater level (h): H = h/α.…”
Section: Introductionmentioning
confidence: 99%
“…So far, research into fresh rainwater lenses in saline groundwater has mainly been focused on so-called Badon Ghijben-Herzberg (BGH) freshwater lenses in elevated areas like sandy dunes along the coast and on small islands that lack an upward groundwater flow (e.g. Badon Ghijben, 1888; Herzberg, 1901;Fetter, 1972;van Dam and Sikkema, 1982;Meinardi, 1983;Underwood et al, 1992;Collins and Easley, 1999;Bakker, 2000). BGH-lenses are generally thick and the depth of the freshwater-saline interface (H ) is mainly controlled by the relative density difference (α) and the phreatic groundwater level (h): H = h/α.…”
Section: Introductionmentioning
confidence: 99%
“…The geometry of the flow domain is similar to that of the dune problem as described by Underwood et al (1992) (their Figure 13), and Maas (2007), whose analytical solution will be compared with our numerical results. In coastal lowlands, the upper, phreatic aquifer is often separated from the deeper aquifer by a confining layer that is significantly less permeable than the aquifers (Collins et al,1999, Ruppel et al, 2000and Vandenbohede et al 2008. If in such a case the land is drained at a level below mean sea level, the gradient of the driving force (pressure and gravitational forces) will be directed upward and the assumption of uniform upward saline seepage is justified.…”
Section: Qualitative Description Of the Problemmentioning
confidence: 99%
“…It has been studied by Badon Ghyben and Herzberg (Badon-Ghyben, 1888, Herzberg, 1901 and many others, e.g. Bear (1972), Van der Veer (1977), Bruggeman (1999), Collins et al (1999), Fiori et al (2000), Maas (2007) and Kacimov (2008), and can be regarded as an extension of studies of laterally confined, 2-D groundwater flow to a drain or ditch in the absence of density differences (Childs, 1969). Both cases without and with density differences in the flow domain have received considerable attention (Hooghoudt, 1937, Childs, 1969and Fetter,1972.…”
Section: Introductionmentioning
confidence: 99%
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